mobility mruth029076 - microsoft€¦ · g-4grounding details gn-1general notes prepared by:...

SITE NAME: NSB-CO.BDN_ADD_4591_COL02148_PEYTON

SITE NUMBER: COL02148

FA LOCATION CODE: 12871723

ADDRESS: 12950 PEYTON HWY

CITY, STATE ZIP: PEYTON, CO 80831

COUNTY: EL PASO

LATITUDE: 39.016900°

LONGITUDE: -104.482000°

GROUND ELEVATION: 6855' A.M.S.L.

STRUCTURE TYPE: MONOPOLE

STRUCTURE HEIGHT: 99'-0" A.G.L. W/ 20'-0" EXTENSION (119'-0" A.G.L.)

APPLICANT:AT&T MOBILITY161 INVERNESS DR W, 2ND FLOORENGLEWOOD, COLORADO 80112

SITE ACQUISITION:NEXIUS SOLUTIONS, INC.7025 S FULTON ST, SUITE 100CENTENNIAL, CO 80112

A&E SERVICES:

NEXIUS SOLUTIONS, INC.2595 DALLAS PKWYFRISCO, TX 75034(972) 581-9888

POWER PROVIDER: MVEA

TELCO PROVIDER: TBD

TOWER OWNER: AMERICAN TOWER CORPORATION

JURISDICTION: EL PASO COUNTY

PARCEL #: 3207000007

PARCEL OWNER: LONGHORN ACRES LAND & CATTLE LLC

ZONING DESIGNATION: A-35: AGRICULTURAL

SHEET # SHEET DESCRIPTION

T-1 TITLE SHEET

LS-1 LAND SURVEY

LS-2 LAND SURVEY

C-1 SITE PLAN

C-2 ENLARGED SITE PLAN

C-3 ANTENNA PLAN AND MOUNT

C-4 TOWER ELEVATION

C-5 ICE BRIDGE DETAILS

C-6 GENERATOR DETAILS

C-7 WUC DETAILS

C-8 EQUIPMENT DETAILS

S-1 WUC AND GENERATOR FOUNDATION DETAILS

E-1 ELECTRICAL NOTES

E-2 POWER PANEL SCHEDULE

E-3 ELECTRICAL DETAILS

E-4 DC/FIBER SYSTEM

E-5 DC/FIBER SYSTEM DIAGRAM

E-6 SERVICE RACK DETAILS

G-1 GROUNDING PLAN AND DETAILS

G-2 ANTENNA GROUNDING DETAILS

G-3 ANTENNA GROUNDING DETAILS

G-4 GROUNDING DETAILS

GN-1 GENERAL NOTES

PREPARED BY:

CLIENT:

SITE INFORMATION:

DRAWN BY:

CHECKED BY:

SHEET TITLE:

SHEET NUMBER:

DATE:

DATE:

REV DATE DESCRIPTION BY

SUBMITTALS

A 01/02/20 FOR REVIEW RA

B 02/14/20 FOR REVIEW RA

RA

RA

01/02/20

02/14/20

Mobility

SITE NAME:NSB-CO.BDN_ADD_4591_COL02148_PEYTON

SITE NUMBER:

COL02148FA LOCATION CODE:

12871723

ADDRESS:

12950 PEYTON HWYPEYTON, CO 80831

PACE ID:MRUTH029076

THIS DOCUMENT IS THE DESIGN PROPERTY AND COPYRIGHT OFNEXIUS AND FOR THE EXCLUSIVE USE BY THE TITLE CLIENT.

DUPLICATION OR USE WITHOUT THE EXPRESS WRITTEN CONSENTOF THE CREATOR IS STRICTLY PROHIBITED.

PROJECTS:LTE 1C 2C 3C 4C 5C 6C

161 INVERNESS DR W, 2ND FLOORENGLEWOOD, COLORADO 80112

PRELIMINARY DOCUMENTS

THESE DOCUMENTS ARE RELEASED FORTHE PURPOSE OF REVIEW UNDER THEAUTHORITY OF JACK T. PHIPPS ON 02/14/20.

THEY ARE NOT TO BE USED FORCONSTRUCTION, BIDDING, RECORDATION,CONVEYANCE, SALES OR AS THE BASIS FORISSUANCE OF A PERMIT.· JACK T. PHIPPS, P.E.· COLORADO PROFESSIONAL ENGINEER

REGISTRATION NUMBER PE-0054130.RENEWAL DATE 10/31/2021.

· NEXIUS SOLUTIONS, INC.

FOR INFORMATIONONLY

NEXIUS SOLUTIONS, INC.2595 NORTH DALLAS PARKWAY

SUITE 300FRISCO, TX 75034

TITLE SHEET

T-1

SITE NAME:

Mobility

SITE INFORMATION SHEET INDEXVICINITY MAP

NORTH

Know what's below.before you dig.Call

R

APPROVALS

NEXIUS LEASING/SITE ACQUISITION:

NEXIUS A&E:

NEXIUS CM:

AT&T CM:

AT&T RF:

DATE:

DATE:

DATE:

DATE:

DATE:

THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND AUTHORIZETHE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL DOCUMENTSARE SUBJECT TO REVIEW BY THE LOCAL BUILDING DEPARTMENT AND MAY IMPOSE CHANGES ORMODIFICATIONS.

SITE

CODE COMPLIANCEALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITHCURRENT EDITIONS OF THE FOLLOWING APPLICABLE CODES AS ADOPTED BY THE LOCALGOVERNING AUTHORITIES.

· 2018 INTERNATIONAL BUILDING CODE· 2017 NATIONAL ELECTRICAL CODE· ADOPTED CITY/COUNTY ORDINANCES· ALL CODES SUBJECT TO LOCAL JURISDICTION REQUIREMENTS

SITE NUMBER:

FA NUMBER:

PACE NUMBER:

AT&T SITE ADDRESS:

NSB-CO.BDN_ADD_4591_COL02148_PEYTON

COL02148

12871723

MRUTH029076


STRUCTURE TYPE: 119'-0" MONOPOLE

PROJECT TYPE: NEW SITE BUILD

THE FACILITY IN UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITEAS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANTDISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE. POTABLE WATER ORTRASH DISPOSAL IS NOT REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED.

GENERAL NOTES

DRIVING DIRECTIONSFROM AT&T OFFICE:

· GET ON I-25 S IN CENTENNIAL FROM INVERNESS BLVD AND E DRY CREEK RD· HEAD NORTHEAST TOWARD INVERNESS DR W· TURN LEFT TOWARD INVERNESS BLVD· TURN RIGHT ONTO INVERNESS BLVD· TURN LEFT AT THE 1ST CROSS STREET ONTO INVERNESS DR W· USE THE LEFT LANE TO TURN LEFT ONTO E DRY CREEK RD· USE THE LEFT 2 LANES TO TURN LEFT TO MERGE ONTO I-25 S· FOLLOW I-25 S TO S COUNTY LINE RD/PALMER DIVIDE RD IN DOUGLAS COUNTY. TAKE EXIT 163 FROM I-25 S· MERGE ONTO I-25 S· TAKE EXIT 163 FOR COUNTY LINE RD TOWARD PALMER LAKE· CONTINUE ON S COUNTY LINE RD/PALMER DIVIDE RD TO YOUR DESTINATION IN PEYTON· TURN LEFT ONTO S COUNTY LINE RD/PALMER DIVIDE RD· TURN RIGHT ONTO CO-83 S· TURN LEFT ONTO HODGEN RD· TURN RIGHT ONTO EASTONVILLE RD· TURN LEFT ONTO MURPHY RD· TURN RIGHT ONTO PEYTON HWY· TURN LEFT TO STAY ON PEYTON HWY· TURN RIGHT

USID: 274070

PROJECTSLTE 1C 2C 3C 4C 5C 6C

THE PURPOSE OF THIS PROJECT IS AS FOLLOWS:

TOWER SCOPE OF WORK:

-INSTALLATION OF (6) PANEL ANTENNAS-INSTALLATION OF (3) SECTOR MOUNTS-INSTALLATION OF (3) SQUIDS-INSTALLATION OF (9) RRHs-INSTALLATION OF (6) DC POWER TRUNKS-INSTALLATION OF (3) FIBER TRUNKS-20'-0" EXTENSION OF MONOPOLE

GROUND SCOPE OF WORK:

-INSTALLATION OF H-FRAME-INSTALLATION OF WALK UPTO CABINET (WUC)-INSTALLATION OF (2) DC12s-INSTALLATION OF 30KW GENERATOR-INSTALLATION OF (2) CONCRETE PADS-INSTALLATION OF ICE BRIDGE

SCOPE OF WORK

PROJECT NUMBER: 3755A0HK10

EXISTINGLAND

EXISTINGDIRT EXISTING

LAND

EXISTING 12'-0" WIDEDIRT ACCESS ROAD

EXISTINGMETAL

BUILDING

EXISTING SHED

EXISTING DIRT ROAD

LONGHORN ACRES LAND & CATTLE LLCPARCEL ID. 3207000007(A-35: AGRICULTURAL)

PROPOSED 8'-6" X 4'-2" WUCMODEL# ESOF030-HCU01. SEE

WUC DETAILS ON SHEET C-7

EXISTING 54'-5" X 24'-5" LEASE AREA.SEE DETAILS ON SHEET C-2

EXISTINGACCESS GATE

EXISTING 99'-0" MONOPOLETO BE EXTENDED BY 20'-0"

(119'-0" A.G.L.)

EXISTINGPROPANE TANK

OH

/E

OH

/E

OH

/E

OH

/EO

H/E

OH

/EO

H/E

OH

/EO

H/E

OH

/EO

H/E

EXISTING 5'-0"WIDE UTILITY

EASEMENT

PREPARED BY:

CLIENT:

SITE INFORMATION:

DRAWN BY:

CHECKED BY:

SHEET TITLE:

SHEET NUMBER:

DATE:

DATE:


SUBMITTALS



RA

RA

01/02/20

02/14/20

Mobility


SITE NUMBER:


12871723

ADDRESS:


PACE ID:MRUTH029076










FOR INFORMATIONONLY



C-1

SITE PLAN

N050 50 100 200

GRAPHIC SCALE: 1:50 (IN FEET)

SITE PLAN1 SCALE: 1:50

OH/EOH/E

LEGEND

EXISTING WOOD FENCE

OVERHEAD ELECTRIC LINE

UTILITY POLE

STREET LIGHT

EXISTING11'-11" X 26'-3"

EQUIPMENT SHELTER(OTHERS)

PROPOSED8'-0" X 24'-0"AT&T LEASE

AREA

EXISTING 99'-0" MONOPOLE TO BEEXTENDED BY 20'-0" (119'-0" A.G.L.)

PROPOSED 30KW GENERATOR ONPROPOSED 4'-6" X 9'-0" CONCRETEPAD. SEE GENERATOR DETAILSON SHEET C-6 & FOUNDATIONDETAILS ON SHEET S-1

PROPOSED 2'-0" WIDE ICEBRIDGE (APPROX. 19 L.F.).

SEE DETAILS ON SHEET C-5

PROPOSED(6) 0.88" DC POWER

(3) 0.39" FIBERCABLES PROPOSED SURGE SUPPRESSION

DEVICE MOUNTED ON EXTERIOROF WUC (TOTAL OF 2)

PROPOSED 8'-6" X 4'-2" WUC MODEL#ESOF030-HCU01 ON PROPOSED 4'-6" X 9'-0"CONCRETE PAD. SEE WUC DETAILS ON SHEETC-7 & FOUNDATION DETAILS ON SHEET S-1

PROPOSED METER BANK AND FUSIBLELOAD-MAKE/LOAD-BREAK SAFETYSWITCH MOUNTED ON PROPOSEDH-FRAME. SEE DETAILS ON SHEET E-6

EXISTINGICE BRIDGE

EXISTING ACCESS GATE

54'-5"

24'-5

"

FUTURE 3'-0" X 3'-0"GROUND SPACE

EXISTINGWOODEN FENCE

3'-6"

3'-6

"

3'-6"

3'-0

"

EXISTING 5'-0" WIDE UTILITY EASEMENT

PREPARED BY:

CLIENT:

SITE INFORMATION:

DRAWN BY:

CHECKED BY:

SHEET TITLE:

SHEET NUMBER:

DATE:

DATE:


SUBMITTALS



RA

RA

01/02/20

02/14/20

Mobility


SITE NUMBER:


12871723

ADDRESS:


PACE ID:MRUTH029076










FOR INFORMATIONONLY



C-2

ENLARGED SITE PLAN

ENLARGED SITE PLAN1 SCALE: 3/16" = 1'-0"

0 2'-8" 5'-4" 10'-8"

GRAPHIC SCALE: 3/16"=1'-0"

N

PROPOSED RRHS (TYP. OF 3PER SECTOR, TOTAL OF 9)

PROPOSED SURGESUPPRESSION DEVICE(TOTAL OF 3)

PROPOSED AT&T ANTENNAS (TYP.OF 2 PER SECTOR, TOTAL OF 6)PROPOSED MOUNT MODEL#

VFA12-M3-WLL-30120(AT&T ANT. 17233)

(OR AT&T APPROVED EQUAL)

PROPOSED PIPEMOUNT ASSEMBLYFOR MONOPOLE

GAMMA SECTOR

BE

TA

SE

CT

OR

A1

A3

A4

A2

B1

B2

B3

B4

C1

ALP

HA

SE

CT

OR

C2

C3

C4

TIE BACK (2 PER SECTOR)

4 1/2" O.D. PIPE MOUNT ASSEMBLY

ITEM QTY. PART NO. DESCRIPTION WEIGHT

1 2 C10112377 TRI-COLLAR BRACKET ASSEMBLY 416

2 3 C10901407 PIPE, 4 1/2" O.D. X .237 X 7'-0" 236

3 12 C40034032 U-BOLT ASSEMBLY, 5/8 Ø X 5 3/16 C-C 26

1

3

2

3

1

7'-0

"

5'-0

"

3

10" Ø - 40" Ø

TOTAL WEIGHT 678

PREPARED BY:

CLIENT:

SITE INFORMATION:

DRAWN BY:

CHECKED BY:

SHEET TITLE:

SHEET NUMBER:

DATE:

DATE:


SUBMITTALS



RA

RA

01/02/20

02/14/20

Mobility


SITE NUMBER:


12871723

ADDRESS:


PACE ID:MRUTH029076










FOR INFORMATIONONLY



C-3

ANTENNAPLAN AND MOUNT

NOTE:

PRIOR TO CONSTRUCTION, CONTRACTOR SHALLVERIFY THAT A STRUCTURE AND MOUNTANALYSIS, DEPICTING THE LOADING SHOWN, HAS TOBE PERFORMED AND SHOWSA "PASS" OR “ACCEPTABLE" RATING. UNDER NOCIRCUMSTANCE WHAT SO EVER SHALL THEPROPOSED EQUIPMENT BE INSTALLED WITHOUT SAIDSTRUCTURAL ANALYSIS. IF SAID STRUCTURALANALYSIS REQUIRES THAT THE STRUCTURE AND/ORMOUNT BE MODIFIED, SUCH MODIFICATIONS SHALL BECOMPLETED PRIOR TO INSTALLATION OF THEPROPOSED EQUIPMENT.

ANTENNA PLAN3 SCALE: 3/16" = 1'-0"

0 2'-8" 5'-4" 10'-8"


N

ANTENNA MOUNT2 SCALE: N.T.S

NOTE:

1. CONTRACTOR TO REFER TO FINAL RFDS FORALL RF DETAILS.

2. RET CABLE TO BE RUN TO 1ST CARRIER LTERRH, AND DAISY CHAINED TO ALL ACTIVESECTOR ANTENNAS.

3. REFER TO GENERAL NOTES FOR ANTENNAMOUNTING INFORMATION.

4. CONTRACTOR TO REFER TO RFDS FORCROSS-SECTOR REDUNDANCY REQUIREMENTS.

5. DO NOT EXCEED 15' WIRE LENGTH FROM SURGESUPPRESSOR TO RRH.

6. MAINTAIN MINIMUM SEPARATION BETWEEN ALLEQUIPMENT.

MODEL# VFA12-M3-WLL-30120(AT&T ANT. 17233)(OR AT&T APPROVED EQUAL)

RF SCHEDULE1

PROPOSED

SECTORANTENNAPOSITION

MODELTOP OF ANTENNA

(AGL) AZIMUTH CABLES RRH SQUID

ALPHA

A1 TPA65R-BU8D *

119'-0" TBD

(6) 0.88" DC POWER(3) 0.39" FIBER

(1) NOKIA AHFIB *(1) NOKIA AHCA *(1) NOKIA AHLBA *

(3) DC9-48-60-24-8C-EV

A2 N/A

A3 N/A

A4 TPA65R-BU8D *

BETA

B1 TPA65R-BU8D *

119'-0" TBD(1) NOKIA AHFIB *(1) NOKIA AHCA *(1) NOKIA AHLBA *

B2 N/A

B3 N/A

B4 TPA65R-BU8D *

GAMMA

C1 TPA65R-BU8D *

119'-0" TBD(1) NOKIA AHFIB *(1) NOKIA AHCA *(1) NOKIA AHLBA *

C2 N/A

C3 N/A

C4 TPA65R-BU8D *

NOTES:

1. CONTRACTOR TO REFER TO FINAL RFDS FOR ALL RF DETAILS.

2. GC TO REFER TO RFDS FOR ANTENNA POSITION, ACCURATE AZIMUTH AND TIP A.G.L.

NOTE:

* OR SIMILAR

MONOPOLE PIPE MOUNT ASSEMBLY4 SCALE: N.T.S

EXISTING GRADEELEV: 0'-0" A.G.L.

TOP OF EXISTING MONOPOLEELEV: 99'-0" A.G.L.

TOP OFEXISTING ANTENNAS (BY OTHERS)ELEV: 100'-0" A.G.L.

C.L. OFEXISTING MW DISH (BY OTHERS)ELEV: 90'-0" A.G.L.

TOP OF EXISTING ICE SHIELD (BY OTHERS)ELEV: 30'-0" A.G.L.

C.L. OF EXISTING MW DISH (BY OTHERS)ELEV: 26'-0" A.G.L.

EXISTING 99'-0" MONOPOLE TO BEEXTENDED BY 20'-0" (119'-0" A.G.L.)

C.L. OF EXISTING MONOPOLE PORTELEV: 7'-0" A.G.L.

EXISTING GRADEELEV: 0'-0" A.G.L.

TOP OF EXISTING MONOPOLEELEV: 99'-0" A.G.L.

TOP OF EXISTING ICE SHIELD (BY OTHERS)ELEV: 30'-0" A.G.L.

C.L. OF EXISTING MW DISH (BY OTHERS)ELEV: 26'-0" A.G.L.

TOP OFPROPOSED MONOPOLE EXTENSIONELEV: 119'-0" A.G.L.

TOP OFPROPOSED AT&T ANTENNASELEV: 119'-0" A.G.L.

PROPOSED SURGE SUPPRESSIONDEVICE (TOTAL OF 3)

PROPOSED AT&T ANTENNAS (TYP.OF 2 PER SECTOR, TOTAL OF 6)

PROPOSED RRHS (TYP. OF 3PER SECTOR, TOTAL OF 9)

PROPOSED(6) 3/4" DC POWER

(3) 3/8" FIBER(4) 2 1/4" INNER DUCT

CABLES

EXISTING 99'-0" MONOPOLEEXTENDED BY 20'-0" (119'-0" A.G.L.)

C.L. OF EXISTING MONOPOLE PORTELEV: 7'-0" A.G.L.

PROPOSED 8'-6" X 4'-2"WUC MODEL#ESOF030-HCU01.SEE WUC DETAILS ONSHEET C-7

PROPOSEDICE BRIDGE

PROPOSED MOUNT MODEL#VFA12-M3-WLL-30120 (AT&T ANT. 17233)

(OR AT&T APPROVED EQUAL)TOP OFEXISTING ANTENNAS (BY OTHERS)ELEV: 100'-0" A.G.L.

C.L. OFEXISTING MW DISH (BY OTHERS)ELEV: 90'-0" A.G.L.

11'-0

"

PREPARED BY:

CLIENT:

SITE INFORMATION:

DRAWN BY:

CHECKED BY:

SHEET TITLE:

SHEET NUMBER:

DATE:

DATE:


SUBMITTALS



RA

RA

01/02/20

02/14/20

Mobility


SITE NUMBER:


12871723

ADDRESS:


PACE ID:MRUTH029076










FOR INFORMATIONONLY



C-4

NOTE:

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY, PRIOR TO THE ONSET OFCONSTRUCTION, THAT THE SUPPORTING STRUCTURE(S) AND MOUNTING SYSTEM(S) HAVEBEEN DEEMED STRUCTURALLY ADEQUATE BY A LICENSED PROFESSIONAL ENGINEER TOSUPPORT THE EXISTING AND PROPOSED EQUIPMENT AND ASSOCIATED CONSTRUCTIONLOADS, INCLUDING BUT NOT LIMITED TO THOSE DEPICTED, HEREIN. THE CONTRACTORSHALL ASSUME THE FULL-LIABILITY AND RISK ASSOCIATED WITH THE INSTALLATION OF THEPROPOSED EQUIPMENT AND/OR APPURTENANCES IF PERFORMED WITHOUT SAID PASSINGSTRUCTURAL ANALYSIS OR EVALUATION. IF THE RESULT OF THE ANALYSIS REQUIRES THESTRUCTURE BE STRENGTHENED OR MODIFIED; SUCH MODIFICATIONS SHALL BE PROPERLYINSTALLED AND COMPLETED PRIOR TO THE ONSET OF CONSTRUCTION.

EXISTING TOWER ELEVATION1 SCALE: 1/16" = 1'-0"

0 8 16 32


TOWER ELEVATION

0 8 16 32


PROPOSED TOWER ELEVATION2 SCALE: 1/16" = 1'-0"

NOTE:

CRANE HEIGHT: 140'-0" A.G.L.

WUC

ICE BRIDGE

ANTENNACABLES

ICE BRIDGESUPPORT POST

TOWER PORT

TOWERFOUNDATION

8'-0"MAX.

7'-0

"M

IN.

11'-0

" A

.G.L

.

1'-6"

19'-0"TOTAL LENGTH OF ICE BRIDGE

7'-0

"M

IN.

4'-0

"

6"2"

CR

OW

N

1'-0"Ø

PIPE CAP

HYBRID CABLE WITH SNAP-INCABLE HANGERS

Z-BRACKET COAX TRAPEZE KIT(TYP. AT 3'-6" O.C. MAX.)

3-1/2"Ø O.D. SCHEDULE 40GALVANIZED PIPE (TYP. AT 8'-0"O.C. MAX.)

SEE NOTE 4

3000 PSI CONCRETE PIER

3/4" CHAMFER

FINISH GRADE

ICE BRIDGECANTILEVER

ICE BRIDGECHANNEL

PREPARED BY:

CLIENT:

SITE INFORMATION:

DRAWN BY:

CHECKED BY:

SHEET TITLE:

SHEET NUMBER:

DATE:

DATE:


SUBMITTALS



RA

RA

01/02/20

02/14/20

Mobility


SITE NUMBER:


12871723

ADDRESS:


PACE ID:MRUTH029076










FOR INFORMATIONONLY



C-5ICE BRIDGE DETAIL1 SCALE: 3/8" = 1'-0"

0 1'-4" 2'-8" 5'-4"


NOTE:

1. ALL PARTS SHOWN ARE FROM SITE PRO, ORAPPROVED EQUAL.

2. ALL STRUCTURAL STEEL & BOLTS ARE TO BEHOT DIPPED/RIGID GALVANIZED OR STAINLESSSTEEL.

3. ALL BOLTS TO BE FURNISHED W/ WASHERS &NUTS.

4. #2 AWG SOLID TINNED COPPER WIRE IN 5/16"FLEXIBLE STEEL CONDUIT, CRIMPED EVERY 6"TO 8" WITH CORROSION INHIBITOR. SILICONESEAL AT OPENING. ATTACH GROUND WIRE TOGROUNDING SYSTEM.

ICE BRIDGESUPPORT POST DETAIL

2 SCALE: 1/2" = 1'-0"

0 1 2 4


ICE BRIDGE DETAILS

PREPARED BY:

CLIENT:

SITE INFORMATION:

DRAWN BY:

CHECKED BY:

SHEET TITLE:

SHEET NUMBER:

DATE:

DATE:


SUBMITTALS



RA

RA

01/02/20

02/14/20

Mobility


SITE NUMBER:


12871723

ADDRESS:


PACE ID:MRUTH029076










FOR INFORMATIONONLY



C-6GENERATOR DETAILS1 SCALE: N.T.S

GENERATOR DETAILS

PREPARED BY:

CLIENT:

SITE INFORMATION:

DRAWN BY:

CHECKED BY:

SHEET TITLE:

SHEET NUMBER:

DATE:

DATE:


SUBMITTALS



RA

RA

01/02/20

02/14/20

Mobility


SITE NUMBER:


12871723

ADDRESS:


PACE ID:MRUTH029076










FOR INFORMATIONONLY



C-7

WUC DETAILS

PROPOSED ANTENNA

PROPOSED MOUNTING BRACKET

PROPOSED ANTENNAPIPE MOUNT (TYP)

PROPOSED MOUNTING BRACKET

B

A

C

SIDEFRONT

MFR STANDARD PIPEMOUNT HARDWARE

GALVANIZED PIPE MOUNT

1/2" HEX BOLT WITH LOCK WASHER (TYP)

RRH MOUNT ANGLE (TYP)

THREADED ROD (TYP)

PIPE CLAMP (TYP)

SPRING NUT (TYP)

B

A

C

SIDEFRONT

13.5

"

31.4

"

10.24"

PREPARED BY:

CLIENT:

SITE INFORMATION:

DRAWN BY:

CHECKED BY:

SHEET TITLE:

SHEET NUMBER:

DATE:

DATE:


SUBMITTALS



RA

RA

01/02/20

02/14/20

Mobility


SITE NUMBER:


12871723

ADDRESS:


PACE ID:MRUTH029076










FOR INFORMATIONONLY



C-8

EQUIPMENT DETAILS

ANTENNA MOUNTING DETAIL1 SCALE: N.T.S

ANTENNA SPECIFICATIONS

MODELLENGTH

(A)WIDTH

(B)DEPTH

(C)WEIGHT

(lb)

CCI - TPA65R-BU8D 96.0" 21" 7.8" 87.5

ANTENNA DETAIL2 SCALE: N.T.S

RRU MOUNTING DETAIL3 SCALE: N.T.S

RRU DETAIL4 SCALE: N.T.S

SQUID DETAIL6 SCALE: N.T.S

SQUID MOUNTING DETAIL5 SCALE: N.T.S

DC9-48-60-24-8C-EV

NOMINALOPERATING

VOLTAGE

NOMINALDISCHARGECURRENT

MAXIMUM IMPULSECURRENT

MAXIMUMCONTINUOUSOPERATING

VOLTAGE

VOLTAGEPROTECTION

RATINGWIND LOADING

TOTALWEIGHT

(LB)

48 VDC 20 kA 8/20µ 12.5 kA 10/350µ 60 VDC 330 V

150 MPH SUSTAINED(105.7 LBS)

195 MPH GUST (213.6LBS)

26.2

NOTE:

DO NOT INSTALL DT BRACKETS IF RFDS CALLS FOR 0* MDT.

RADIO SPECIFICATIONS

MODELLENGTH

(A)WIDTH

(B)DEPTH

(C)WEIGHT

(lb)

NOKIA - AHFIB 28.7" 15.4" 9.4" 88.2

NOKIA - AHLBA 28.7" 15.4" 9.4" 101.4

NOKIA - AHCA 13.3" 11.6" 6.5" 35.3

4'-6"

9'-0

"

3S-1

6"

16"

3" CLEAR (MIN.) (TYP)

30"

TO

FR

OS

T L

INE

FINISH GRADE

GEOTEXTILE FABRIC

1" CHAMFER

(6)-#4 LONG. REBARWITH #4 CORNER REBAR

FOR CONTINUITY (TYP)

#4 STIRRUPS AT 18"

PROPOSED 6" FREE DRAININGGRANULAR BACKFILL UNDERSLAB (CLEAN NON-COHESIVE

FILL TO BE USED)

#4 @ 12" E.W.

12 MIL. POLY

2"

2% SLOPE

3"

4'-6"

9'-0

"

PRIMARY CB CONNECTIONBOX OPENING

PRIMARY HIGH VOLTAGE STUBAREA WITH GLAND PLATE

LOW VOLTAGE STUB AREA

GENERATOR STUB AREA.SEE GENERATOR INSTALLATIONDETAILS ON SHEET C-7

3S-1

S-1

WUC AND GENERATOR FOUNDATION DETAILS

WUCFOUNDATION PLAN

1 SCALE: 3/8" = 1'-0"

WUC & GENERATORFOUNDATION SECTION DETAILS3 SCALE: 1/2" = 1'-0"

GENERATORFOUNDATION PLAN2 SCALE: 3/8" = 1'-0"

0 1'-4" 2'-8" 5'-4"


0 1'-4" 2'-8" 5'-4"


0 1 2 4


REINFORCING STEEL:

1. ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE IBC AND THE "MANUAL OF STANDARD PRACTICE" BY THE CRSI, OR ASMODIFIED BY THE CONSTRUCTION DOCUMENTS.

2. REINFORCING BARS SHALL CONFORM TO ASTM A-615, DEFORMED GRADE 60, EXCEPT #3 BARS MAY BE GRADE 40. REINFORCING BARS THAT ARE TOBE WELDED SHALL CONFORM TO ASTM A-706, DEFORMED GRADE 60.

3. WELDING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM A-706 WITH LOW HYDROGEN ELECTRODES AND SHALL CONFORM TO IBCSTANDARD 1901 AND STRUCTURAL WELDING CODE REINFORCING STEEL BY ANSI/AWS D1.4. MINIMUM TENSILE STRENGTH OF WELD METAL SHALL BE90 KSI. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS.

4. ALL REINFORCING BAR BENDS SHALL BE MADE "COLD", UNLESS OTHERWISE PERMITTED BY THE BUILDING OFFICIAL.

5. PROVIDE #3 SPACER TIES AT 2'-6" ON CENTER IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING BARS IN-PLACE, UNLESS OTHERWISE NOTED.

6. PIPING AND CONDUIT SHALL BE SO FABRICATED AND INSTALLED THAT CUTTING, BENDING, OR DISPLACEMENT OF REINFORCEMENT FROM ITSPROPER LOCATION WILL NOT BE REQUIRED.

FOUNDATION:

1. SOIL REMOVAL AND RE-COMPACTION SHALL BE 90% COMPACTION (STANDARD PROCTOR).

2. SHALLOW FOOTING SYSTEM MINIMUM EMBEDMENT SHALL MEET (OR EXCEED) LOCAL FROST DEPTH AT LOWEST ADJACENT GRADE.

3. DESIGN SOIL PRESSURE:

FOOTING TYPE: ALLOWABLE NET BEARING PRESSURE:SPREAD FOOTING 2000 PSF

4. NO PIPES OR DUCTS SHALL BE PLACED IN FOUNDATIONS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE ENGINEER.

5. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED.

6. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN AREAS TO BE EXCAVATED BEFORE BEGINNING EXCAVATION.EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING. DAMAGE CAUSED AS A RESULT OF FAILING TO EXACTLY LOCATE AND PRESERVEALL EXISTING UNDERGROUND UTILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR.

Mobility





THESE DOCUMENTS ARE RELEASED FORTHE PURPOSE OF REVIEW UNDER THEAUTHORITY OF JORDAN PHILLIPS ON02/14/20.

THEY ARE NOT TO BE USED FORCONSTRUCTION, BIDDING, RECORDATION,CONVEYANCE, SALES OR AS THE BASIS FORISSUANCE OF A PERMIT.· JORDAN PHILLIPS, P.E.· COLORADO PROFESSIONAL ENGINEER

REGISTRATION NUMBER PE.0055270.RENEWAL DATE 10/31/2021.


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PACE ID:MRUTH029076

NSB-CO.BDN_ADD_4591_COL02148_PEYTON

CONCRETE:

1. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 318-LATEST EDITION "SPECIFICATIONS FOR STRUCTURAL CONCRETE FORBUILDINGS", EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS CONTAINED HEREIN OR SHOWN ON THE DRAWINGS.

2. ALL CONCRETE SHALL BE 150 PCF HARDROCK, MIXED PER ASTM C-94 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28-DAYS.

3. THE MAXIMUM SIZE AGGREGATE IN FOUNDATION AND MASS CONCRETE WORK SHALL BE 1-INCH. THE MAXIMUM SIZE AGGREGATE IN SLABS-ON-GRADE,WALLS, AND ALL OTHER CONCRETE SHALL BE 3/4-INCH.

4. CEMENT SHALL CONFORM TO ASTM C-150, TYPE II, LOW-ALKALI. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33.

5. ADMIXTURES AND COLORS (EXCEPT AS NOTED, HEREIN)) SHALL NOT BE USED UNLESS SUBSTANTIATING DATA IS SUBMITTED TO, AND ACCEPTED BY,THE ENGINEER AND ARCHITECT OF RECORD.

6. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY. THE MIX DESIGNS SHALL CONFORM TO IBC SECTION 1905, UNLESSOTHERWISE NOTED.

7. ALL EXPOSED CONCRETE SHALL HAVE A SMOOTH FORM FINISH, USING B-B PLY-FORM, CLASS I, EXT-APA PLYWOOD.

8. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL BE WELL-SECURED IN POSITION PRIOR TO PLACING CONCRETE.

9. NO CLAY BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT FOUNDATION STEEL OFF THE GROUND. CONCRETE "DOBIES" ARE ACCEPTABLE.

10. PROVIDE 3/4-INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS AND EDGES, UNLESS OTHERWISE NOTED.

11. ALL REINFORCING BARS SHALL BE PROVIDED WITH THE FOLLOWING CONCRETE MINIMUM COVER:

FOOTINGS CAST AGAINST EARTH: 3"

FORMED CONCRETE EXPOSEDTO EARTH OR WEATHER: 2"

12. CONCRETE CURING TYPICALLY REQUIRED FOR 5 DAYS.

13. COLD-WEATHER CONCRETE PRACTICES, AS SPECIFIED BY ACI, SHALL BE ADHERED TO (WHEN APPLICABLE).

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E-1

ELECTRICAL NOTES

ELECTRICAL NOTES:SCOPE:

1. SHALL INCLUDE ALL LABOR, MATERIALS AND APPLIANCES REQUIRED FOR THE FURNISHING, INSTALLING AND TESTING, COMPLETE ANDREADY FOR OPERATION OF ALL WORK SHOWN ON THE DRAWING AS SPECIFIED HEREIN:

1.1. ELECTRIC SERVICE 1.4 MISCELLANEOUS MATERIALS1.2. CONDUIT AND RACEWAY 1.5 TELEPHONE CONDUITS1.3. CONDUCTORS 1.6 LIGHTNING ARRESTING SYSTEM

CODES:

1. THE INSTALLATION SHALL COMPLY WITH ALL LAWS APPLYING TO ELECTRICAL INSTALLATION IN EFFECT WITH THE REGULATIONS OF THELATEST EDITION OF THE NATIONAL ELECTRICAL SAFETY CODE AND THE ICC 2006, ADMINISTRATIVE RULES WITH THE NATIONAL ELECTRICCODE, AND ALL LOCAL GOVERNING CODES AND ORDINANCES WITH THE REGULATION OF THE SERVING UTILITY COMPANY. ALL PERMITSREQUIRED SHALL BE OBTAINED AND, AFTER COMPLETION OF WORK, THE OWNER SHALL BE FURNISHED A CERTIFICATE OF FINALINSPECTION AND APPROVAL.

MATERIALS:

1. MATERIALS TO BE NEW. USE OF USED OR SUB STANDARD MATERIAL IS NOT ACCEPTABLE. IN THE CASE OF EXISTING METERINGEQUIPMENT OR PANELS, REQUIRED COMPONENTS SHALL BE NEW.

TESTING:

1. UPON COMPLETION OF THE INSTALLATION, OPERATE AND ADJUST ALL EQUIPMENT AND SYSTEMS TO MEET SPECIFIED PERFORMANCEREQUIREMENTS. ALL TESTING SHALL BE DONE BY QUALIFIED PERSONNEL.

GUARANTEE:

1. IN ADDITION TO THE GUARANTEE OF THE EQUIPMENT BY THE MANUFACTURER, EACH PIECE OF EQUIPMENT SPECIFIED HEREIN SHALLALSO BE GUARANTEED FOR DEFECTS OF MATERIAL OR WORKMANSHIP OCCURRING DURING A PERIOD OF ONE (1) YEAR FROM FINALACCEPTANCE OF THE WORK BY THE OWNER. WITHOUT EXPENSE TO THE OWNER ALL WARRANTEE CERTIFICATES & GUARANTEESFURNISHED BY THE MANUFACTURERS SHALL BE TURNED OVER TO THE OWNER.

COORDINATION:

1. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE POWER AND TELEPHONE COMPANIES AND SHALL COMPLY WITH ALL SERVICEREQUIREMENTS OF EACH UTILITY COMPANY.

EXAMINATION OF SITE:

1. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL VISIT THE SITE OF THE JOB AND SHALL FAMILIARIZE HIMSELF WITH ALLCONDITIONS AFFECTING THE PROPOSED ELECTRICAL INSTALLATION AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FAILURETO COMPLY WITH THE INTENT OF THIS PARAGRAPH WILL IN NO WAY RELIEVE THE CONTRACTOR OF PERFORMING ALL WORK NECESSARYFOR A COMPLETE AND WORKING SYSTEM OR SYSTEMS.

CUTTING, PATCHING AND EXCAVATION:

1. COORDINATION OF ALL SLEEVES, CHASES, ETC., WILL BE REQUIRED PRIOR TO THE CONSTRUCTION OF ANY PORTION OF THE WORK. ALLCUTTING AND PATCHING OF WALLS, PARTITIONS, FLOORS, AND CHASES IN CONCRETE, WOOD, STEEL OR MASONRY SHALL BE DONE ASPROVIDED ON THE DRAWINGS.

2. ALL NECESSARY EXCAVATIONS AND BACKFILLING INCIDENTAL TO THE WORK UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGSHALL BE PROVIDED BY THIS CONTRACTOR.

3. SEAL ALL PENETRATION THROUGH WALL AND FLOORS WITH APPROVED GROUT.

EXTERIOR CONDUIT:

1. ALL EXPOSED CONDUIT SHALL BE NEATLY INSTALLED AND RUN PARALLEL OR PERPENDICULAR TO STRUCTURAL ELEMENTS. SUPPORTSAND MOUNTING HARDWARE SHALL BE HOT DIPPED GALVANIZED STEEL.

2. ALL EXTERIOR PVC CONDUITS SHALL BE INSTALLED WITH FROST SLEEVES (8" OVERLAP)

RACEWAYS

1. ALL CONDUCTORS SHALL BE INSTALLED IN CONDUIT. ALL CONDUIT SHALL BE RIGID STEEL EMT, OR SCH40 PVC. AS INDICATED ON THEDRAWINGS.

2. WHERE INSTALLED ON EXTERIORS AND EXPOSED TO DAMAGE, ALL CONDUIT SHALL BE RIGID STEEL. ALUMINUM CONDUIT SHALL NOT BEALLOWED.

3. CONCEALED CONDUIT IN WALLS OR INTERIOR SPACES ABOVE GRADE MAY BE EMT OR PVC.

4. UNDERGROUND CONDUITS SHALL BE RIGID STEEL OR SCHEDULE 80 PVC AS INDICATED ON THE DRAWINGS.

5. ALL CONDUIT RUNS SHALL USE APPROVED COUPLINGS AND CONNECTORS. PROVIDE INSULATED BUSHINGS FOR ALL CONDUITTERMINATIONS. ALL CONDUIT RUNS IN A WET LOCATION SHALL HAVE WATERPROOF FITTINGS.

6. PROVIDE SUPPORTS FOR ALL CONDUITS IN ACCORDANCE WITH NEC REQUIREMENTS. ALL CONDUITS SHALL BE SIZED AS REQUIRED BYNEC.

7. BURIAL DEPTH OF ALL CONDUITS SHALL BE AS REQUIRED BY CODE FOR EACH SPECIFIC CONDUIT TYPE AND APPLICATION.

8. CONDUIT ROUTES ARE SCHEMATIC. CONTRACTOR SHALL FIELD VERIFY BEFORE BID. COORDINATE ROUTE WITH WIRELESS CARRIER ANDBUILDING OWNER.

EQUIPMENT:

1. ALL DISCONNECT SWITCHES SHALL BE BREAKER TYPE.

2. CIRCUIT BREAKERS SHALL BE RATED TO WITHSTAND THE MAXIMUM AVAILABLE FAULT CURRENT AS DETERMINED BY THE LOCAL UTILITY.CONTRACTOR SHALL VERIFY MAXIMUM AVAILABLE FAULT CURRENT, AND COORDINATE INSTALLATION WITH THE LOCAL UTILITY BEFORESTARTING WORK.

CONDUCTORS:

1. FURNISH AND INSTALL CONDUCTORS CALLED FOR IN THE DRAWINGS. ALL CONDUCTORS SHALL HAVE TYPE THWN (MIN) (75 "C)INSULATION, RATED FOR 600 VOLTS.

2. ALL CONDUCTORS SHALL BE COPPER, THE USE OF ALUMINUM CONDUCTORS SHALL NOT BE ALLOWED. ALL CONDUCTORS SHALL BE ULLISTED AND SHALL BE PROVIDED AND INSTALLED AS FOLLOWS:

A. MINIMUM WIRE SIZE SHALL BE #12 AWG.

B. ALL CONDUCTORS SIZE #8 AND LARGER SHALL BE STRANDED. CONDUCTORS SIZED #10 AND SMALLER MAY BE SOLID OR STRANDED.

C. CONNECTION FOR #10 AWG AND SMALLER SHALL BE BY TWISTING TIGHT AND INSTALLING INSULATED PRESSURE OR WIRE NUTCONNECTIONS.

D. CONNECTION FOR #8 AWG AND LARGER SHALL BE BY USE OF STEEL CRIMP-ON SLEEVES WITH NYLON INSULATOR.

3. ALL CONDUCTORS SHALL BE CODED IN ACCORDANCE WITH NEC STANDARDS.

4. THE RACEWAY SYSTEM SHALL BE COMPLETE BEFORE INSTALLING CONDUCTORS.

PENETRATIONS:

1. CONTRACTOR SHALL COMPLY WITH UL PENETRATION DETAILS FOR PENETRATIONS OF ALL RATED WALLS, ROOF, ETC.

GROUNDING:

1. ALL ELECTRICAL NEUTRALS, RACEWAYS AND NON-CURRENT CARRYING PARTS OF ELECTRICAL EQUIPMENT AND ASSOCIATEDENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH NEC ARTICLE 250. THIS SHALL INCLUDE NEUTRAL CONDUCTORS, CONDUITS,SUPPORTS, CABINETS, BOXES, GROUND BUSSES, ETC. THE NEUTRAL CONDUCTOR FOR EACH SYSTEM SHALL BE GROUNDED BY ONEPOINT ONLY.

2. PROVIDE GROUND CONDUCTOR IN ALL RACEWAYS.

3. PROVIDE BONDING AND GROUND TO MEET NFPA 780 - LIGHTNING PROTECTION AS A MINIMUM.

4. PROVIDE GROUNDING SYSTEM AS INDICATED ON THE DRAWINGS, AS REQUIRED BY THE NATIONAL ELECTRIC CODE AND RADIOEQUIPMENT MANUFACTURER.

ABBREVIATIONS

A - AMPERE

AFG - ABOVE FINISHED GRADE

ATS - AUTOMATIC TRANSFER SWITCH

AWG - AMERICAN WIRE GAUGE

BCW - BARE COPPER WIRE

BFG - BELOW FINISHED GRADE

BKR - BREAKER

c - CONDUIT

CKT - CIRCUIT

DISC - DISCONNECT

EGR - EXTERNAL GROUND RING

EMT - ELECTRIC METALLIC TUBING

FSC - FLEXIBLE STEEL CONDUIT

GEN - GENERATOR

GPS - GLOBAL POSITIONING SYSTEM

GRD - GROUND

IGB - ISOLATED GROUND BAR

IGR - INTERIOR GROUND RING (HALO)

KW - KILOWATTS

NEC - NATIONAL ELECTRIC CODE 0 GROUND ROD

PCS - PERSONAL COMMUNICATION SYSTEM

PH - PHASE CAD WELD

PNL - PANEL

PNLBD - PANELBOARD

PVC - SCH40 RIGID NON-METALLIC CONDUIT

RGS - RIGID GAL VAN I ZED STEEL CONDUIT

SW - SWITCH

TGB - TOWER GROUND BAR

UL - UNDERWRITERS LABORATORIES

V - VOLTAGE

W - WATTS

XFMR - TRANSFORMER

XMTR - TRANSMITTER

E

OH/EOH/E

UG/EUG/E

OH/FOH/F

UG/FUG/F

OH/TOH/T

UG/TUG/T

LEGEND

OVERHEAD ELECTRIC LINE

UNDERGROUND ELECTRIC LINE

OVERHEAD FIBER LINE

UNDERGROUND FIBER LINE

OVERHEAD TELEPHONE LINE

UNDERGROUND TELEPHONE LINE

ELECTRIC MANHOLE

UTILITY POLE

STREET LIGHT

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12871723

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E-2

POWER PANEL SCHEDULE

NOTES:

1. ELECTRICAL SERVICE SHALL BE 200A, 120/240V, 10 3 WIRE.

2. SERVICE SHALL BE INSTALLED WITH A BREAKER TYPE DISCONNECT.

3. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT, REFER TO VENDOR PRINTS PROVIDED BY EQUIPMENT SHELTER

MANUFACTURER.

4. (1) SINGLE METER SOCKET PROVIDED AND INSTALLED BY ELECTRIC UTILITY.

5. WHEN UTILITY COMPANY REQUIRES A SERVICE DISCONNECT OTHER THAN THE MAIN BREAKER IN POWER PANEL OF THE UTILITY

CABINET, REMOVE BONDING JUMPER IN EQUIPMENT SHELTER AND BOND SERVICE DISCONNECT PER NEC REQUIREMENTS.

6. POWER PANEL SCHEDULE FOR REFERENCE ONLY. CONTRACTOR TO REFER TO SHELTER SPECIFICATIONS FOR EXACT POWER LOADING.

11.11 10.75 35.74 7.054 6.829

POWER PANEL SCHEDULE

INCOMING VOLTAGE 120/240V, 1Ø, 60 HZ 200A, COPPER BUS, 10KAIC 1 PHASE 3 WIRE

CIRCUIT BREAKER LOAD CONTINUOUS PANEL LOAD CONTINUOUS LOAD CIRCUIT BREAKER

CIRCUIT# DESCRIPTION SIZE POLES AMPS A B KVA A B AMPS POLES SIZE DESCRIPTION CIRCUIT#

1RECTIFIER #1 30 2

14.38 Y 2.156 4.313 2.156 Y 14.382 30 RECTIFIER #4

2

3 14.38 Y 2.156 4.313 2.156 Y 14.38 4

5RECTIFIER #2 30 2

14.38 Y 2.156 4.313 2.156 Y 14.382 30 RECTIFIER #5

6

7 14.38 Y 2.156 4.313 2.156 Y 14.38 8

9RECTIFIER #3 30 2

14.38 Y 2.156 4.313 2.156 Y 14.382 30 RECTIFIER #6

10

11 14.38 Y 2.156 4.313 2.156 Y 14.38 12

13RECTIFIER #7 30 2

14.38 Y 2.156 2.156 0 02 30 RECTIFIER #10 / SPARE

14

15 14.38 Y 2.156 2.156 0 0 16

17RECTIFIER #8 / SPARE 30 2

0 0 0 02 30 RECTIFIER #11 / SPARE

18

19 0 0 0 0 20

21RECTIFIER #9 / SPARE 30 2

0 0 0 02 30 RECTIFIER #12 / SPARE

22

23 0 0 0 0 24

25HVAC 25 2

17.68 Y 2.122 2.482 0.360 3 1 20 EXTERIOR LIGHT 26

27 17.68 Y 2.122 2.482 0.360 N 3 1 20 DUPLEX RECPT 28

29 GFCI 20 1 3 N 0.36 0.585 0.225 Y 1.5 1 20 GENERATOR BLOCK HTR 30

TOTAL PHASE LOAD:PHASE A 18.16 KVA

PHASE B 17.58 KVA

TOTAL PANEL LOAD: 35.74 KVA

TOTAL PANEL LOAD: 148.9 AMPS

PROPOSED 2"POWER CONDUIT

PROPOSED 4" FIBER CONDUIT

UG

/E

PROPOSED (1) 2" CONDUITAND (2) 1" CONDUITS FROM

TRANSFER SWITCH TOGENERATOR

UG

/E

UG/EUG/EUG/EUG/EUG/EUG/EUG/EUG/EUG/E

UG

/EU

G/E

UG

/EU

G/E

UG

/F

UG/FUG/FUG/FUG/FUG/FUG/FUG/FUG/FUG/F

UG

/FU

G/F

UG

/FU

G/F

PROPOSED 2" PVC POWER CONDUITFROM POWER SOURCE

EXISTING 5'-0" WIDE UTILITY EASEMENT

PROPOSED 2"POWER CONDUITFROM FUSIBLELOAD-MAKE/LOADSAFETY SWITCHTO METER BANK

6" UTILITYWARNINGTAPE

* SEPARATION DIMENSIONS TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS.

COMPACTEDBACKFILL (SUITABLEON SITE MATERIAL)

UNDISTURBEDGROUND

SAND

TELEPHONE, ALARM ANDELECTRICAL CONDUIT(S)

WHERE APPLICABLE *

FINISHED GRADE, ASPHALT ORCONCRETE PAVING.

MATCH SLOPE AND THICKNESSOF EXISTING SURFACE

TRENCH

12"

3'-4

"

6" 4"

4"4"

EQUIPMENT SHELTER

200APOWER PANEL WITH200A MAIN BREAKER

STANDALONE AUTOMATICTRANSFER SWITCH

GENERATOR

1" CONDUIT FOR CONTROLS

1" CONDUIT FORBATTERY / HEATER

3/4" CONDUIT FOR ALARMS

3" CONDUIT WITH(3)-3/0

(1)-#2 GND

SPD M

POWER METER

POWERSERVICE

(3)-3/0(1)-#2 GND

CAM-LOCK FOREMERGENCYGENERATOR

FUSIBLE LOAD-MAKE/LOAD-BREAK

SAFETY SWITCH

GROUNDING ELECTRODECONDUCTOR #4 AWG BARETINNED SOLID COPPER

SERVICEENTRANCEGROUND ROD

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E-3

ELECTRICAL DETAILS

POWER AND TELCO PLAN3 SCALE: 1/8" = 1'-0"

ONE-LINE DIAGRAM1 SCALE: N.T.S

UNDERGROUND CONDUIT TRENCH DETAIL2 SCALE: N.T.S

NOTES:

1. ALL TELCO CONDUITS ARE TO BE STUBBED IN D-MARC LOCATION.

ALL POWER CONDUITS ARE TO BE TERMINATED AT THE METER CENTER.

2. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO TRENCHING.

3. ANY DAMAGE CASED TO THE EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

4. ALL CONDUITS SHALL BE INSTALLED PRIOR TO FINISH GRADING, GEOFABRIC, AND STONE INSTALLATION.

5. CONTRACTOR SHALL INSTALL SWEEPS AT ALL CONDUIT DIRECTION CHANGES.

NOTES:

1. ACTUAL SEPARATION OF CONDUITS TO BE DETERMINED BY SITE SPECIFIC REQUIREMENTS.

2. PROVIDE PVC CONDUIT BELOW GRADE EXCEPT AS NOTED BELOW.

3. PROVIDE RGS CONDUIT AND ELBOWS AT STUB UP LOCATIONS (I.E. SERVICE POLES, EQUIPMENT, ETC...)

4. PROVIDE RGS CONDUIT FOR INSTALLATIONS BELOW PARKING LOTS AND ROADWAYS.

5. SEPARATION DIMENSIONS TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS.

0 4 8 16


N

RRH1900

RRHWCS

RRH700

NOTES:1, 2, 3

NOTES:1, 2, 3

NOTES:1, 2, 3

TOWARDS ANTENNASSEE RF DATA SHEET

AISG CABLE FOR RET CONTROLNOTES: 3 (TYP.)

COAX JUMPERS

FIB

ER

ALA

RM

FIB

ER

ALA

RM

FIB

ER

ALA

RM

1-PAIR, SINGLE MODE FIBER CABLENOTES: 3 (TYP.)

2 CONDUCTOR 8 AWG DC CABLESNOTES: 3 (TYP.)

1" LFMCNOTES: 4 (TYP.)

ALARM CABLENOTES: 3 (TYP.)

DC9-48-60-24-8C-EV (SQUID)FIBER & POWER DISTRIBUTION BOX

WITH DC SURGE PROTECTIONNOTES: 13

ANTENNA LOCATION

EQUIPMENT LOCATION

6 CONDUCTOR 8 AWG DC CABLES

TYPICAL PER SECTOR

(1) 18-PAIR, SINGLE MODE FIBER CABLE

FIB

ER

FIB

ER

FIB

ER

FIB

ER

FIB

ER

FIB

ER

FIB

ER

FIBERF

IBE

RF

IBE

R

FIBER

HEAT EXCHANGER

LTE BBUNOTES: 1, 2, 3

SIADNOTES: 8

48V DC SURGEPROTECTION BOX

NOTES: 14

66 BLOCK

2 AWG

EMERSON 512

48V DC BREAKERS PANELNOTES: 6, 7

2 AWG

6 AWGCHASSIS GND

1 CONDUCTOR 12 AWGRRH IN 1" INNERDUCT

NOTES: 15 (TYP.)

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RA

01/02/20

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12871723

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E-4

DC/FIBER SYSTEM

DC/FIBER SYSTEM1 SCALE: N.T.S

NOTES:

1. FURNISHED BY OEM/AT&T.

2. INSTALLED BY OEM OR AS SCOPED BY MARKET.

3. FINAL CONNECTION BY OEM OR AS SCOPED BY MARKET.

4. OPEN END OF LFMC TO BE LEFT WEATHERPROOFED UNTIL TERMINATED.

5. BREAKERS SPECIFIED SOLD SEPARATELY.

6. BREAKERS TO BE TAGGED AND LOCKED OUT.

7. SIAD IS FURNISHED AND INSTALLED BY OTHERS AND INCLUDES POWER CONNECTIONS AND FIBER TO

THE UNIT OR AS SCOPED BY MARKET. INSTALL 10 AWG CHASSIS GROUND,

PROVIDE (2) 10A BREAKERS FROM A 24V DC POWER SOURCE OF (2) 5A BREAKERS FROM A 48V DC

POWER SOURCE AND CONNECT USING MANUFACTURED POWER CABLE WITH SPECIAL CONNECTOR.

8. FIBER MANAGEMENT BOX IS J-SOURCE MODEL 12126FM4SEC.

9. LEC TO FURNISH AND INSTALL NETWORK INTERFACE DEVICE.

10. LEAVE COILED AND PROTECTED UNTIL TERMINATED.

11. FIBER AND POWER DISTRIBUTION BOX 4/48V SURGE SHALL BE RAYCAP MODEL DC12-48-60-0-25E.

12. FIBER AND POWER DISTRIBUTION BOX 4/48V SURGE SHALL BE RAYCAP MODEL DC9-48-60-24-8C-EV.

13. POWER DISTRIBUTION W/DC SURGE PROTECTION BOX SHALL BE RAYCAP MODEL DC9-48-60-24-8C-EV.

14. SINGLE-CONDUCTOR DC POWER CABLES SHALL BE TELCOFLEX OR KS24194, COPPER. UL LISTED RHH

NON-HALOGEN, LOW SMOKE WITH BRAIDED COVER, TYPE TC (J6 AND LARGER). UNLESS OTHERWISE

NOTES, STANDING SHALL BE CLASS 1 (TYPE IV) FOR SIZES 8 AWG AND LARGER, CABLES SHALL BE

COLOR CODED RED FOR +24V, BLUE FOR -48V AND GRAY FOR 24V AND 48V RETURN CONDUCTORS,

MULTI-CONDUCTOR DC POWER CABLES SHALL BE COPPER, CLASS BE STRANDED WITH FLAME

RETARDANT PVC JACKET, TYPE TC, UL LISTED FOR 90°C DRY /75°C WET INSTALLATION.

15. 10A FUSE FOR HEAT EXCHANGER FURNISHED AND INSTALLED BY OTHERS.

16. GROUNDING WIRES SHALL BE COPPER, GREEN THHN/THWN UL LISTED FOR 90"C DRY /75"C WET

INSTALLATION, MINIMUM SIZE IS 6 AWG UNLESS NOTED OTHERWISE.

17. RET CONTROL FROM THE RRH IS AN OPTIONAL METHOD OF CONNECTION. REFER TO RF DATA SHEET

FOR APPLICABILITY.

18. FIBER AND POWER DISTRIBUTION BOX 4/48V SURGE SHALL BE RAYCAP MODEL DC9-48-60-24-8C-EV.

19. FIBER MANAGEMENT BOX IS COMMSCOPE MODEL FB 18188.

CNC

BLWH

6 AWGTO

GROUND

DC6FIBER & POWERDISTRIBUTION

(NOTE 12) RDBKRDBKRDBK

700 + BK700 - RD

1900 + BK1900 - RDWCS + BKWCS - RD

RRH700

GN

D

DC

PO

WE

R

FIB

ER

OP

TIC

ALA

RM

BK RD

ALARM CABLE

6 AWG

TOGROUND

DC-1-700

RRH1900

GN

D

DC

PO

WE

R

FIB

ER

OP

TIC

ALA

RM

BK RD

ALARM CABLE

6 AWG

TOGROUND

RRHWCS

GN

D

DC

PO

WE

R

FIB

ER

OP

TIC

BK RD

ALARM CABLE

6 AWG

TOGROUND

DC-1-1900

DC-1-WCS

2/C SHIELDED POWERCABLES (TYP. OF 6)

SEE NOTE 14 (TYP.)DC-700

DC-1900

DC-WCS

700

+ B

K70

0 -

RD

1900

+ B

K19

00 -

RD

WC

S +

BK

WC

S -

RD

DC SURGE PROTECTIONRAYCAP DC6 (GAMMA)

TOGROUND BAR

6 AWG

CNC

DC SURGE PROTECTIONRAYCAP DC6 (BETA)

TOGROUND BAR

CNC

6 AWG

DC SURGE PROTECTIONRAYCAP DC6 (ALPHA)

TOGROUND BAR

CNC

6 AWG

166 B

LOC

K

ALARM CABLE

eAM

BBU

ALARMJACKS

48V DCINPUT

ALARMJACKS

T1 RJ45JACKS

48V DCINPUT

RANOUTDOORCABINET

GND1 2 3 4 5 6FIBER PORTS

GRYBLU

(2) 1/C 1/0AWG POWER

CABLES

SUPPORTSTAND

TOGROUND

2 AWG

BLU

GR

Y

BLU

GR

Y

BLU

GR

Y

BLU

GR

Y

BLU

GR

Y

1/C 12 AWGPOWERCABLES

(TYP.) 100A

25A

15A

20A

15A

15A

-48V

0V

ALARMTERMINAL

BLOCK

2 AWG (SEE NOTE 8)

TO EQUIPMENTCABINET GROUND BAR

INTEGRAL -48V BREAKER PANELSEE NOTES 2 AND 12

1ALARM CABLETO 66 BLOCK

PREPARED BY:

CLIENT:

SITE INFORMATION:

DRAWN BY:

CHECKED BY:

SHEET TITLE:

SHEET NUMBER:

DATE:

DATE:


SUBMITTALS



RA

RA

01/02/20

02/14/20

Mobility


SITE NUMBER:


12871723

ADDRESS:


PACE ID:MRUTH029076










FOR INFORMATIONONLY



E-5

DC/FIBERSYSTEM DIAGRAM

DC/FIBER SYSTEM DIAGRAM1 SCALE: N.T.S

NOTES:

1. LABEL THE DC POWER CABLES AT BOTH ENDS OF EVERY WIRE AND IN ANY PULL BOX IF USED. LABEL SHALL BE

DURABLE, SELF ADHESIVE, WRAPPED LONGITUDINALLY ALONG THE CABLE AND STATE THE SECTOR, FREQUENCY BAND

AND POLARITY; I.E. A-AWS+.

2. INSTALL ON IN AUXILIARY EQUIPMENT CABINET.

3. CABLE TERMINALS FOR +24V INPUT FEED A, AND FEED B AND REFERENCE GROUND SHALL BE 2-HOLE: 3/8" ON 1" CENTER.

4. INSTALL CABLE TERMINALS FOR FEED A AND FEED B RETURN BACK TO BACK ON OPPOSITE SIDES OF PAD USING 1-HOLE

3/8" TERMINALS.

5. CABLE TERMINALS FOR CHASSIS GROUND SHALL BE 2-HOLE, 1/4" ON 5/8" CENTER.

6. WHEN DISTRIBUTION BOX IS NOT USED, INSTALL 3 RUNS OF (2) 2/C CABLES IN CONDUIT, 1 EACH FROM DC SURGE SHELF

TO SQUIDS MODEL# DC9-48-60-24-8C-EV.

7. A JUNCTION BOX IS REQUIRED WHEN FIBER OPTIC CABLES ARE INSTALLED IN CONDUIT AS SCOPED BY MARKET.

8. CONVERTER REFERENCE GROUND IS NOT REQUIRED WHEN CONVERTER AND 24V DC POWER PLANT ARE ON THE SAME

RACK OF ENCLOSURE.

9. THE BARE GROUND WIRE OF EACH MULTl-CONDUCTOR CABLE AND DRAIN WIRE WHEN A SHIELDED CABLE IS USED,

SHALL BE CONNECTED TO THE EQUIPMENT CABINET GROUND BAR.

10. SEE ALARM BLOCK ASSIGNMENT DETAIL FOR ALARM CABLE CONNECTIONS.

11. PROVIDE A JUNCTION BOX, AS SCOPED BY MARKET, TO COIL EXCESS DC POWER AND OPTICAL FIBER CABLES (FIBER

CABLES NOT SHOWN FOR CLARITY).

12. NOTED EQUIPMENT MAY BE COMMON TO LTE AND UMTS SYSTEMS.

13. CABLE GROUND WIRE AND SHIELD DRAIN WIRE TO BE LEFT UN-TERMINATED AT RRH.

14. WHEN AN RRH IS USED INSTEAD OF AN AWS RRH CABLE, LABELS SHOULD REFLECT CORRECT FREQUENCY BAND.

12" MINTYP

3" M

INT

YP

6'-0"

6"2" PVC POWER CONDUITFROM SINGLE METER TOSHELTER BY AT&T

#2 AWG BARE TINNED SOLID COPPER,CONNECT TO NEAREST GROUND RINGAND CADWELD TO POST (TYP BOTH PIPES)

5/8" X 10' COPPERCLADSTEEL DRIVEN GROUND ROD

#2 AWG SOLID TINNED COPPER WIRE IN 5/16" FLEXIBLE STEEL CONDUIT,CRIMPED EVERY 6" TO 8" WITH CORROSION INHIBITOR. SILICONE SEALAT OPENING. ATTACH GROUND WIRE TO GROUNDING SYSTEM

#2 AWG BARE TINNEDSOLID COPPER

PROPOSED SINGLE METER

PROPOSED UNISTRUT OREQUIVALENT (ZINC PLATED)

POST END CAP

3" SCH40

PROPOSED U-BOLT(TYP)

2" PVC POWER CONDUITFROM POWER SOURCE TO

FUSIBLE LOAD-MAKE/LOAD-BREAK

SAFETY SWITCH

PROPOSED 2" CONDUIT

PROPOSED FUSIBLE LOAD-MAKE/LOAD-BREAK SAFETY SWITCH

PREPARED BY:

CLIENT:

SITE INFORMATION:

DRAWN BY:

CHECKED BY:

SHEET TITLE:

SHEET NUMBER:

DATE:

DATE:


SUBMITTALS



RA

RA

01/02/20

02/14/20

Mobility


SITE NUMBER:


12871723

ADDRESS:


PACE ID:MRUTH029076










FOR INFORMATIONONLY



E-6

SERVICERACK DETAILS

SERVICE RACK DETAILS1 SCALE: 1/2" = 1'-0"

NOTES:

1. REFER TO THE SITE LAYOUT PLAN FOR THE EXACT LOCATION OF THE H-FRAME

2. CONTRACTOR TO COORDINATE WITH ELECTRIC UTILITY FOR METER, METER CANISTER, METERING DEVICE AND WHO IS TO PROVIDE AND INSTALL

EACH.

3. CONTRACTOR TO ENSURE METER RACK WORKING SPACES REQUIRED BY THE NEC (ART. 110.26), STATE, AND LOCAL CODES ARE MAINTAINED BOTH

ON THE FRONT SIDE AND THE BACK SIDE OF THE H-FRAME PRIOR TO INSTALLATION.

4. SHOW LOCATION (INCLUDING DIMENSIONS OF ALL CAPPED UNDERGROUND CONDUIT ON FINAL AS-BUILT DRAWINGS SUBMITTED TO OWNER.

5. COORDINATE EXACT LOCATION OF UNDERGROUND FEEDERS AND CIRCUITRY WITH THE OWNER.

6. CONTRACTOR SHALL COORDINATE EFFORTS WITH (LOCAL, ELECTRICAL) AUTHORITY HAVING JURISDICTION (AHJ) AND OTHER TRADES TO

DETERMINE "FROST" LINE, AND TYPE(S) OF RACEWAYS REQUIRED FOR INSTALLATION.

7. BOND ALL ELECTRICAL EQUIPMENT TO RACK.

8. DIMENSIONS SHOWN ARE APPROXIMATE AND MAY BE ALTERED IN THE FIELD AS APPROVED BY OWNER TO BETTER SUIT ACTUAL CONDITIONS OR

EQUIPMENT RECEIVED.

0 1 2 4


9

3

4

1

7

6

5

8

2

6" PVC CPLUG (THRD)

FINISHED GRADE

6" PVC CPLUG

NOTCH SIDE OF 6" PVC SCH 40PIPE TO ALLOW EXIT/ENTRANCEOF GROUND RING

GROUND RING

TRENCH BOTTOM

5/8" x 8' COPPER CLADSTEEL GROUND ROD

6"MIN.

36"

MIN. 30" DEEP TRENCHTO ROCK OR TO 6"

BELOW FROST LINE(WHICHEVER IS DEEPER)

ANY STRUCTURE

GROUND ROD

PREPARED BY:

CLIENT:

SITE INFORMATION:

DRAWN BY:

CHECKED BY:

SHEET TITLE:

SHEET NUMBER:

DATE:

DATE:


SUBMITTALS



RA

RA

01/02/20

02/14/20

Mobility


SITE NUMBER:


12871723

ADDRESS:


PACE ID:MRUTH029076










FOR INFORMATIONONLY



G-1

GROUNDINGPLAN AND DETAILS

TRENCH DETAIL2 SCALE: N.T.S

INSPECTION WELL DETAIL3 SCALE: N.T.S

GROUNDING PLAN1 SCALE: 3/16" = 1'-0"

0 2'-8" 5'-4" 10'-8"


N

DRAWING NOTES:

1. 5/8" x 8'-0” COPPER GROUND ROD (TYP).

2. CIGBE GROUND BAR.

3. PROPOSED SHELTER GROUND RING. #2 COPPER CONDUCTOR-BARE

TINNED BURIED.

4. CAD WELD #2 BARE TINNED COPPER CONDUCTOR FROM ICE BRIDGE TO

EXISTING TOWER GROUND RING. TOWER GROUND RING TO BE FIELD

LOCATED.

5. PROPOSED INSPECTION WELL. SEE DETAIL ON THIS SHEET.

6. PROPOSED METER GROUNDED TO NEAREST GROUNDING ROD.

7. CAD WELD #2 BARE TINNED COPPER CONDUCTOR TO NEAREST FENCEGROUND ROD. FENCE GROUND ROD TO BE FIELD LOCATED.

8. CAD WELD FROM SHELTER GROUND RING TO SHELTER GROUND BAR

9. CAD WELD FROM SHELTER GROUND RING TO GENERATOR

GROUNDING NOTES:

1. GROUNDING ELECTRODES SHALL BE CONNECTED IN A RING USING #2 SOLID CONDUCTOR. THE TOP OF THE GROUND RODS

AND THE RING CONDUCTOR SHALL BE 50" (MIN) BELOW FINISHED GRADE. GROUNDING ELECTRODES SHALL BE DRIVEN ON

10'-0" CENTERS. (6'-0" MINIMUM; 16'-0" MAXIMUM).

2. BONDING OF THE GROUNDED CONDUCTOR (NEUTRAL) AND THE GROUNDING CONDUCTOR SHALL BE AT THE SERVICE

DISCONNECTING MEANS. BONDING JUMPER SHALL BE INSTALLED PER NATIONAL ELECTRIC CODE, ARTICLE 250.30.

3. INTERIOR GROUND BARS ARE TO BE BARE COPPER. EXTERIOR GROUND BARS ARE TO BE TINNED OR GALVANIZED COPPER.

GROUNDING LEGEND:

GROUND ROD

GROUNDING CONDUCTOR

GROUND ROD WITH INSPECTION WELL

GROUND BAR

COMPRESSION FITTING CONNECTION

EXOTHERMIC WELD CONNECTION

PROPOSED #2 WIRE FROM GROUNDBAR TO ANTENNA (TYP OF 6)

PROPOSED #2 WIRE FROMGROUND BAR TO RRH (TYP OF 9)

PROPOSED GROUND BAR (TYP OF 3)

PROPOSED #2 WIRE FROMGROUND BAR TO SPD (TYP OF 3)

PROPOSED #2 WIRE TO MGB (TYP OF 3)

PROPOSEDANTENNA MOUNT

PROPOSEDANTENNA

PROPOSEDEQUIPMENT

PROPOSEDJUMPER

#2 AWGSOLID TINNED

COPPERWIRE (TYP)

PROPOSEDSECTOR

GROUND BAR

TOWER

PREPARED BY:

CLIENT:

SITE INFORMATION:

DRAWN BY:

CHECKED BY:

SHEET TITLE:

SHEET NUMBER:

DATE:

DATE:


SUBMITTALS



RA

RA

01/02/20

02/14/20

Mobility


SITE NUMBER:


12871723

ADDRESS:


PACE ID:MRUTH029076










FOR INFORMATIONONLY



G-2

ANTENNAGROUNDING DETAILS

GROUNDING NOTES:

1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE.

2. ALL GROUNDING SERVICES SHALL BE UL APPROVED OR LISTED FOR THEIR INTENDED USE.

3. ALL WIRES SHALL BE AWG THHN/THWN COPPER UNLESS NOTED OTHERWISE.

4. GROUNDING CONNECTION TO GROUND RODS, GROUND RING WIRE, TOWER BASE, AND FENCE POSTS SHALL BE EXOTHERMIC (CADWELDS) UNLESS

NOTED OTHERWISE. CLEAN SURFACES TO SHINY METAL. WHERE GROUND WIRES ARE CADWELDED TO GALVANIZED SURFACES, SPRAY CADWELD

WITH GALVANIZING PAINT.

5. GROUNDING CONNECTIONS TO GROUND BARS ARE TO BE TWO-HOLE BRASS MECHANICAL CONNECTORS WITH STAINLESS STEEL HARDWARE

(INCLUDING SCREW SET) CLEAN GROUND BAR TO SHINY METAL. AFTER MECHANICAL CONNECTION, TREAT WITH PROTECTIVE ANTIOXIDANT

COATING.

6. GROUND COAXIAL CABLE SHIELDS AT BOTH ENDS WITH MANUFACTURER'S GROUNDING KITS.

7. ROUTE GROUNDING CONDUCTORS THE SHORTEST AND STRAIGHTEST PATH POSSIBLE. BEND GROUNDING LEADS WITH A MINIMUM 12" RADIUS.

8. INSTALL #2 AWG GREEN-INSULATED STRANDED WIRE FOR ABOVE GRADE GROUNDING AND #2 BARE TINNED COPPER INSTALL WIRE FOR BELOW

GRAD GROUNDING UNLESS OTHERWISE NOTED.

9. REFER TO GROUNDING PLAN FOR GROUND BAR LOCATIONS. GROUNDING CONNECTIONS SHALL BE EXOTHERMIC TYPE (CADWELDS) TO ANTENNA

MOUNTS AND GROUND TRAIN, REMAINING GROUNDING CONNECTIONS SHALL BE COMPRESSION FITTINGS. CONNECTIONS TO GROUND BARS SHALL

BE MADE WITH TWO-HOLE LUGS.

10. THE GROUND ELECTRODE SYSTEM SHALL CONSIST OF DRIVEN GROUND RODS POSITION ACCORDING TO GROUND PLAN THE GROUND RODS SHALL

BE 5/8"X10'-0" COPPER CLAD STEEL INTERCONNECTION WITH #2 BARE TINNED COPPER WIRE BURIED 36" BELOW GRADE. BURY GROUND RODS A

MAXIMUM OF 15' APART, AND A MINIMUM OF 8' APART.

11. IF ROCK IS ENCOUNTERED GROUND RODS SHALL BE PLACED AT AN OBLIQUE ANGLE NOT TO EXCEED 45DEG.

12. EXOTHERMIC WELDS SHALL BE MADE IN ACCORDANCE WITH ERICO PRODUCTS BULLETIN A-AT.

13. CONSTRUCTION OF GROUND RING AND CONNECTIONS TO EXISTING GROUND RING SYSTEM SHALL BE DOCUMENTED WITH PHOTOGRAPHS PRIOR

TO BACKFILLING SITE, PROVIDE PHOTOS TO THE CONSTRUCTION MANAGER.

14. ALL GROUND LEADS EXCEPT THOSE TO THE EQUIPMENT ARE TO BE #2 BARE TINNED COPPER WIRE. ALL EXTERIOR GROUND BARS WILL BE TINNED

COPPER.

15. PRIOR TO INSTALLING LUGS ON GROUND WIRES, APPLY THOMAS & BETTS KOPR-SHIELD (TM OF JET LUBE INC.). PRIOR TO BOLTING GROUND WIRE

LUGS TO GROUND BARS, APPLY KOPR-SHIELD OR EQUAL.

16. ENGAGE AN INDEPENDENT ELECTRICAL TESTING FIRM TO TEST AND VERIFY THAT IMPEDANCE DOES NOT EXCEED FIVE OHMS TO GROUND BY

MEANS OF "FALL OF POTENTIAL TEST". TEST SHALL BE WITNESSED BY AN AT&T REPRESENTATIVE AND RECORDED ON THE "GROUND RESISTANCE

TEST" FORM.

17. WHERE BARE COPPER GROUND WIRES ARE ROUTED FROM ANY CONNECTION ABOVE GRADE TO GROUND RING, WIRE IN 3/4" PVC SLEEVE, FROM 1"

BELOW GRADE AND SEAL TOP WITH SILICONE MATERIAL.

18. PREPARE ALL BONDING SURFACES FOR GROUNDING CONNECTIONS BY REMOVING ALL PAINT AND CORROSION DOWN SHINY METAL FOLLOWING

CONNECTION, APPLY APPROPRIATE ANTI-OXIDATION PAINT.

19. ANY SITE WHERE THE EQUIPMENT (BTS, CABLE BRIDGE, PPC, GENERA TOR, ETC.) IS LOCATED WITHIN 6 FEET OF METAL FENCING, THE GROUND

RING SHALL BE BONDED TO THE NEAREST FENCE POST USING (3) RUNS OF #2 BARE TINNED COPPER WIRE.

TYPICAL ANTENNA & EQUIPMENT GROUNDING DETAIL1 SCALE: N.T.S

TOWER GROUNDING2 SCALE: 3/8" = 1'-0"

0 1'-4" 2'-8" 5'-4"


10'-0"

1'-0

" (T

YP

)

CADWELD (TYP)

5/8" x 8" GROUND ROD

3/4" x 8' GROUND ROD USEGTC-181T CADWELD

#2 SOLID WITH ±10' LONG TAIL AT THISLOCATION FOR ELECTRIC GROUND

#2 SOLID TINNEDGROUND ±6" ABOVEBOTTOM OF METERBOARD FASTENEDWITH UV RATEDPLASTIC FASTENERSAT 24" CENTERS(TELCO GROUND)

PROVIDE & INSTALL 1/4" x 4" x 12"ELECTRIC MOTION TINNED COPPERBUS BAR ON READ SEAL INSULATOR &STAINLESS STEEL BRACKET FORLANDING OF ALL GROUNDS AT UTILITYBOARD. COAT WITH ELECTRIC MOTIONANTI-THEFT COMPOUND

6"2'

-0"

TOP OF COMPOUND STONE

GEOTEXTILE FABRIC

DIRECT BURIAL CABLE OR CONDUIT(POWER, CONTROL, TELEPHONE,TELEMETERING, ETC.)

2'D

RIP

LO

OP

TOP OF COMPOUND STONE

#2 BARE TINNEDCOPPER GROUND WIRE

USE VSC-1T-V3C VERTICALCADWELD MOLD

45° EXIT FROM 1" PVC SCH40 CONDUIT, 18" BELOWGRADE. ALL GROUNDLEAD GOING BELOWGRADE NEED SLEEVED

CONDUIT STRAPSTO SUIT

NOTE: ALL ICE BRIDGEPOSTS TO EXTENDCONCRETE TO 6" ABOVEGRADE AND CROWN TOP

CADWELD CONNECTIONTO TOWER

#2 BARE SOLID TINNEDCOPPER GROUND WIRE

STAND-OFF INSULATORS

MOUNTING PLATE FOR GROUND BAR(TO SUIT) WITH TAMPER RESISTANTFASTENERS (PREFERRED) OR DRILLAND TAP TOWER LEG FOR 1/4-20STAINLESS STEEL BOLTS (2 REQ)

GK-GROUNDKIT

ANTENNA CABLES

JUMP ICE BRIDGE SECTIONS.UTILIZE #2 GREEN THHN

HYPRESS LUGS ON BOTH SIDESWITH DOUBLE BOT

CONNECTIONS (TYP)

#2 BARE TINNED COPPERGROUND WIRE

JUMP ICE BRIDGE SECTIONS.UTILIZE #2 GREEN THHN HYPRESSLUGS ON BOTH SIDES WITHDOUBLE BOT CONNECTIONS (TYP)

NEW ICE BRIDGE

ANTENNA CABLES

GK-GROUND KIT

EXTERIOR

GALVANIZED STEEL BUS BAR

(2) -#2 BARE SOLID TINNED COPPER GROUNDWIRE IN 1" DIA PVC SCH 40 CONDUIT (TYP).

EXTEND CONDUIT 6" BELOW GRADE.CADWELD GROUND WIRE TO BUS BAR

PREPARED BY:

CLIENT:

SITE INFORMATION:

DRAWN BY:

CHECKED BY:

SHEET TITLE:

SHEET NUMBER:

DATE:

DATE:


SUBMITTALS



RA

RA

01/02/20

02/14/20

Mobility


SITE NUMBER:


12871723

ADDRESS:


PACE ID:MRUTH029076










FOR INFORMATIONONLY



G-3

GROUNDING DETAILS

ICE BRIDGE GROUNDING3 SCALE: N.T.S

SERVICE RACK GROUNDING1 SCALE: N.T.S

MARKER TAPE DETAIL2 SCALE: N.T.S

INSTALLATION:

1. THE TAPE SHALL BE LAID DIRECTLY ABOVE THE CABLE OR CONDUIT UNDER RIGID

TYPE AND OIL MAT PAVEMENTS, AND DIRECTLY ON TOP OF THE COMPACTED EARTH

SUB-GRADE IMMEDIATELY BEFORE RESTORING THE PAVEMENT.

2. IN OPEN AREAS, THE TAPE SHALL BE LAID DURING THE BACKFILLING OPERATION ON

SMOOTH, COMPACTED BACKFILL AT A DISTANCE OF 8' BELOW THE SURFACE OF THE

AREA.

3. THE ENDS OF THE TAPE SHALL BE LAPPED APPROX. 6 INCHES.

4. TAPE SHALL BE THE COLOR AS INDICATED AND HAVE THE FOLLOWING MARKINGS:

REDCAUTION

BURIED ELECTRIC LINE BELOW

ORANGECAUTION

BURIED TELEPHONE LINE BELOW

2-HOLE CRIMP /COMPRESSION

CONNECTOR

STAINLESS STEELBELLVILLE WASHER

STAINLESS STEELFLAT WASHER

STAINLESS STEEL NUT

GROUND BAR


STAINLESS STEEL BOLT


CONNECTOR



STAINLESS STEEL NUT

STEEL



DRAGON TOOTHWASHER

METALLIC OBJECT



CONNECTOR

STAINLESS STEELSELF-DRILLING METAL SCREW

DRAGON TOOTHWASHER



STAINLESS STEEL NUT

STEEL



DRAGON TOOTHWASHER

DRAGON TOOTHWASHER


CONNECTOR


CONNECTOR



STAINLESS STEEL NUT

GROUND BAR



METALLIC OBJECT



CONNECTOR

STAINLESS STEELSELF-DRILLING METAL SCREW

DRAGON TOOTHWASHER

PREPARED BY:

CLIENT:

SITE INFORMATION:

DRAWN BY:

CHECKED BY:

SHEET TITLE:

SHEET NUMBER:

DATE:

DATE:


SUBMITTALS



RA

RA

01/02/20

02/14/20

Mobility


SITE NUMBER:


12871723

ADDRESS:


PACE ID:MRUTH029076










FOR INFORMATIONONLY



G-4

GROUNDING DETAILS

NOTES

1. CHOOSE BOLT LENGTH TO ALLOW A MIN. OF THREE THREADS EXPOSED.

2. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF THE

CONNECTOR.

3. APPLY ANTI-OXIDANT COMPOUND TO MATING SURFACE OF CONNECTOR AND

WIPE OFF EXCESS COMPOUND.

4. APPLY CLEAR HEAT SHRINK OVER ENTIRE LENGTH OF LABEL FOR

PROTECTION. (REFER TO CONDUCTOR LABELS SECTION).

5. INTERIOR GROUND BARS ARE TO BE BARE COPPER. EXTERIOR GROUND BARS

ARE TO BE TINNED OR GALVANIZED COPPER.

CONNECTOR AND HARDWARE DETAILS1 SCALE: N.T.S

PREPARED BY:

CLIENT:

SITE INFORMATION:

DRAWN BY:

CHECKED BY:

SHEET TITLE:

SHEET NUMBER:

DATE:

DATE:


SUBMITTALS



RA

RA

01/02/20

02/14/20

Mobility


SITE NUMBER:


12871723

ADDRESS:


PACE ID:MRUTH029076










FOR INFORMATIONONLY



GN-1

GENERAL NOTES

GENERAL NOTES:

1. ALL REFERENCES TO OWNER IN THESE DOCUMENTS SHALL BE CONSIDERED AT&T TOWERS, OR ITS DESIGNATED REPRESENTATIVE.

2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. THE CONTRACTORMUST HAVE CONSIDERABLE EXPERIENCE IN PERFORMANCE OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THISASSIGNMENT, THE CONTRACTOR IS ATTESTING THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY, THAT HE IS KNOWLEDGEABLE OFTHE WORK TO BE PERFORMED AND THAT HE IS PROPERLY LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STATE OFCOLORADO.

3. STRUCTURE IS DESIGNED IN ACCORDANCE WITH ANSL/TIA/EIA-222-G, 2005, FOR A 90 MPH 3-SECOND GUST WIND LOAD. THIS CONFORMS TOTHE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2012 EDITION.

4. WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, 2012 EDITION.

5. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE SPECIFICATIONS, THE FOLLOWING NOTES SHALL APPLY TOTHE MATERIALS LISTED HEREIN, AND TO THE PROCEDURES TO BE USED ON THIS PROJECT.

6. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED EXACTLY AND SHALL SUPERSEDE ANY CONFLICTINGNOTES ENCLOSED.

7. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THESTRUCTURE AND ITS COMPONENT PARTS DURING ERECTION AND/OR FIELD MODIFICATIONS. THIS INCLUDES, BUT IS NOT LIMITED TO, THEADDITION OF TEMPORARY BRACING, GUYS OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALLREMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT.

8. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIORTO BEGINNING ANY MATERIALS ORDERING, FABRICATION OR CONSTRUCTION WORK ON THIS PROJECT. CONTRACTOR SHALL NOT SCALECONTRACT DRAWINGS IN LIEU OF FIELD VERIFICATIONS. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THEOWNER AND THE OWNER'S ENGINEER. THE DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS TO PROCEED WITH THEWORK. THE CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECTTHE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES.OBSERVATIONVISITS TO THE SITE BY THE OWNER AND/OR THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THEPROCEDURES.

9. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND INCONFORMANCE WITH THE CONTRACT DOCUMENTS. ANY AND ALL SUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED INWRITING BY THE OWNER AND ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THEKIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING SUBSTITUTED.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPER\/1SING ALL SAFETY PRECAUTIONS AND PROGRAMS INCONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THIS PROJECT AND RELATED WORK COMPLIES WITHALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS WORK.

11. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL COORDINATE INTENDED CONSTRUCTION ACTIVITY,INCLUDING WORK SCHEDULE AND MATERIALS ACCESS, WITH THE RESIDENT LEASING AGENT FOR APPROVAL.

12. BILL OF MATERIALS AND PART NUMBERS LISTED ON CONSTRUCTION DRAWINGS ARE INTENDED TO AID CONTRACTOR. CONTRACTOR SHALLVERIFY PARTS AND QUANTITIES WITH MANUFACTURER PRIOR TO BIDDING AND/OR ORDERING MATERIALS.

13. ALL PERMITS THAT MUST BE OBTAINED ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR WILL BE RESPONSIBLE FORABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS.

14. 24 HOURS PRIOR TO THE BEGINNING OF ANY CONSTRUCTION, THE CONTRACTOR MUST NOTIFY THE APPLICABLE JURISDICTIONAL (STATE,COUNTY OR CITY) ENGINEER.

15. THE CONTRACTOR SHALL REWORK (DRY, SCARIFY, ETC.) ALL MATERIAL NOT SUITABLE FOR SUB-GRADE IN ITS PRESENT STATE. AFTERREWORKING, IF THE MATERIAL REMAINS UNSUITABLE, THE CONTRACTOR SHALL UNDERCUT THIS MATERIAL AND REPLACE WITH APPROVEDMATERIAL. ALL SUB-GRADES SHALL BE PROOF ROLLED WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK PRIOR TO PAVING. ANY SOFTERMATERIAL SHALL BE REWORKED OR REPLACED.

16. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL PIPES, DITCHES, AND OTHER DRAINAGE STRUCTURES FREE FROM OBSTRUCTION UNTILWORK IS ACCEPTED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY FAILURE TO MAINTAIN DRAINAGESTRUCTURE IN OPERABLE CONDITION.

17. ALL MATERIALS AND WORKMANSHIP SHALL BE WARRANTED FOR ONE YEAR FROM ACCEPTANCE DATE.

18. ALL BUILDING DIMENSIONS SHALL BE VERIFIED WITH THE PLANS (LATEST RE\/1SION) PRIOR TO COMMENCING CONSTRUCTION. NOTIFY THEENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE DISCOVERED. THE OWNER SHALL ALWAYS HAVE A SET OF APPROVED PLANS AVAILABLEAT THE SITE WHILE WORK IS BEING PERFORMED. A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BYGOVERNING AGENCY INSPECTORS.

STRUCTURAL NOTES:1. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISC SPECIFICATIONS AND MANUAL OF STEEL

CONSTRUCTION, 14TH EDITION.

2. UNLESS OTHERWISE NOTED, ALL STRUCTURAL ELEMENTS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:2.1. STRUCTURAL STEEL, ASTM DESIGNATION A36 OR A992 GR50.2.2. ALL BOLTS, ASTM A325 TYPE ASTM GALVANIZED HIGH STRENGTH BOLTS.2.3. ALL NUTS, ASTM A563 CARBON AND ALLOY STEEL NUTS.2.4. ALL WASHERS, ASTM F436 HARDENED STEEL WASHERS.

3. ALL CONNECTIONS NOT FULLY DETAILED ON THESE PLANS SHALL BE DETAILED BY THE STEEL FABRICATOR IN ACCORDANCE WITH AISCSPECIFICATIONS AND MANUAL OF STEEL CONSTRUCTION, 14TH EDITION.

4. HOLES SHALL NOT BE FLAME CUT THRU STEEL UNLESS APPROVED BY THE ENGINEER.

5. HOT-DIP GALVANIZE ALL ITEMS UNLESS OTHERWISE NOTED, AFTER FABRICATION WHERE PRACTICABLE. GALVANIZING: ASTM A123, ASTMA153/A153M OR ASTM A653/A653M, G90, AS APPLICABLE.

6. REPAIR DAMAGED SURFACES WITH GALVANIZING REPAIR METHOD AND PAINT CONFORMING TO ASTM A780 OR BY APPLICATION OF STICK ORTHICK PASTE MATERIAL SPECIFICALLY DESIGNED FOR REPAIR OF GALVANIZING. CLEAN AREAS TO BE REPAIRED AND REMOVE SLAG FROMWELDS. HEAT SURFACES TO WHICH STICK OR PASTE MATERIAL IS APPLIED, WITH A TORCH TO A TEMPERATURE SUFFICIENT TO MELT THEMETALLICS IN STICK OR PASTED; SPREAD MOLTEN MATERIAL UNIFORMLY OVER SURFACES TO BE COATED AND WIPE OFF EXCESS MATERIAL.

7. A NUT LOCKING DEVICE SHALL BE INSTALLED ON ALL PROPOSED AND/OR REPLACED BOLTS.

8. ALL PROPOSED AND/OR REPLACED BOLTS SHALL BE OF SUFFICIENT LENGTH TO EXCLUDE THE THREADS FROM THE SHEAR PLANE.

9. ALL PROPOSED AND/OR REPLACED BOLTS SHALL BE OF SUFFICIENT LENGTH SUCH THAT THE END OF THE BOLT BE AT LEAST FLUSH WITH THEFACE OF THE NUT. IT IS NOT PERMITTED FOR THE BOLT END TO BE BELOW THE FACE OF THE NUT AFTER TIGHTENING IS COMPLETED.

10. ALL ASSEMBLY BOLTS ARE TO BE TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED IN SECTION8.1 OF THE AISC, "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", DATED JUNE 30, 2004.

11. FLAT WASHERS ARE TO BE INSTALLED WITH BOLTS OVER SLOTTED HOLES.

12. DO NOT OVER TORQUE ASSEMBLY BOLTS. GALVANIZING ON BOLTS, NUTS, AND STEEL PARTS; MAY ACT AS A LUBRICANT, THUS OVERTIGHTENING MAY OCCUR AND MAY CAUSE BOLTS TO CRACK AND SNAP OFF.

13. PAL NUTS ARE TO BE INSTALLED AFTER NUTS ARE TIGHT AND WITH EDGE LIP OUT. PAL NUTS ARE NOT REQUIRED WHEN SELF-LOCKING NUTSARE PROVIDED.

14. GALVANIZED ASTM A325 BOLTS SHALL NOT BE REUSED.

15. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWS) D1.1-2010 STRUCTURAL WELDING CODE - STEEL.

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